Laserfiche WebLink
E <br />0 <br />•U <br />J <br />N <br />r7 <br />N <br />N <br />0 <br />0 <br />N <br />O <br />N <br />v� <br />t <br />M <br />W <br />m <br />0 <br />N <br />SIMPSON HGAM1( <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 <br />TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) () Od x <br />NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. 1 12" AT EA STUD <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w! (18) <br />OUTLOOKER SPA FOR 2 6 WALL USE 0 " <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING FOR <br />• f <br />74 <br />FIRST FOUR <br />x <br />ROWS OF <br />± <br />24" MAX' <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />;45' <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL RIDGE FASTENED AT <br />@ <br />L BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 1 Od <br />@ � �� <br />8 -0 0/C. <br />EXTEND AT LEAST 90% OF <br />, <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />, <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />FATTACHEDW/10d <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />-� <br />EA.END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W! (2)16d TOENAILS <br />10d NAILS 6" O.C. <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />• <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />� NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />1 Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION <br />1 <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. <br />55 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) <br />A <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES 1 d x 1 12 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />DETAIL <br />7 <br />2x4 OUTLOOKER <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" MAX. O.C. (OPTIONAL - SEE <br />x <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2) 10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />; <br />AT LEAST 90% OF WEB <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />F7/16" <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2)16d <br />OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />O. 6. O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />If <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON <br />1Odx3" @ 4" 0/C <br />HGAIOKT w/ (4)1/4"x1 1/2" <br />BLOCKING, FASTEN WITH <br />SDS SCREWS <br />TO TRUSS & (4) 1/4"x3" <br />10dx3" @ 4" 0/C <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />-REFER TO DETAIL J <br />() <br />1Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />ON SHEET S5 FOR <br />f <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />X-BRACING, AND TOP <br />co <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />00 °° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 1/ �1. <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />-WOOD TRUSSES <br />;° 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 1 2 1 1 2 <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />/� <br />`1U11� <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W! 2 -16d <br />/� <br />`L Jtl� <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" 0/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />; <br />E ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL � <br />(D = 0.207 , L = 41l2) OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />w/ (2) 16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) 8 SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24"- <br />O.C. W/ (2)1 Od PER JOINT <br />4INIMUM 2x OVERLAP TRUSS BRACING <br />;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />SEE PLAN FOR 2x4 WOOD TRUSSES <br />OCATIONS) 10dx3" O/C @ <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_,� <br />12 <br />6.9 MAX. <br />SCALE: N.T.S. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />6 <br />it 1 �� ` ° JI m <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. \ S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />a <br />GABLE END BRACING DETAIL <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3)1 Od x 3 AT <br />EACH CONN. @ 24" O/C <br />a <br />= <br />• <br />SIMPSON HGAMIOKTA w/ (4) <br />MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />BOND BEAM <br />TITEN TO CMU <br />01\ <br />MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED 14�' <br />1 Od NAILS a@CA <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1Od NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM 7 -4 <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -1 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />WU' <br />---- <br />Uw' <br />0 <br />a <br />0 <br />Z O <br />W ' <br />LU <br />m - <br />< 0 <br />b <br />T <br />X <br />q <br />c <br />T <br />X <br />CQC <br />L <br />o <br />o <br />O <br />p <br />w <br />d <br />w <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <br />T-O" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />\ GABLE TRUSS <br />STUDS @ 16" O.C. <br />SCALE: 3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)1 Od AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />• �o <br />0LOW <br />"E5Sj0N� <br />WO/Hill 1111 0"ON <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specificat ons contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />u0i <br />Q <br />_00 E Or co c�cpp <br />8 <br />O O O m N ik <br />O <br />O <br />cp <br />Oc.,� N N c 'n LL <br />r D CO <br />M U LLI <br />y� <br />_, <br />3 LL u- _ a <br />LL <br />M <br />Q <br />�j W <br />LL adtr <br />Z <br />13 <br />CIL <br />��� o <br />i13 <br />W, <br />@ c C2 m m O <br />yWj <br />C2 <br />W E r--IL rn ¢ o� <br />Z <br />N Q M Z U 0 J <br />Z <br />OV ❑❑❑ <br />W <br />M <br />z N O <br />� O <br />O NNQ <br />O Q <br />z <br />4 <br />J C7 <br />d N <br />V ! <br />M <br />'n C <br />V O <br />_ L, <br />(10 <br />w n <br />- <br />V <br />O <br />V) <br />o <br />elfw <br />U 0° <br />2 <br />O <br />�Q <br />Q aYo <br />m <br />sm <br />r_ <br />a <br />M <br />W Z <br />o <br />g <br />LJL <br />Q C) <br />E OV <br />zo <br />?0 <br />>o <br />Z® <br />m <br />tom" <br />20. <br />X U <br />Qo <br />C <br />CD <br />a F <br /><Z <br />O <br />WZ <br />N <br />L <br />woo <br />¢ o <br />m <br />C: <br />U <br />O <br />O � <br />Z <br />cn N <br />J <br />co <br />Qw <br />�z <br />� <br />Q. zi <br />S< <br />LL <br />go <br />a <br />N w <br />U <br />it ? <br />oz <br />3 <br />oa <br />za <br />03 <br />�N <br />0 <br />_ <br />> d- <br />J <br />ui <br />n1 <br />W <br />m <br />0 <br />> <br />.= <br />Q <br />L <br />O <br />o <br />co <br />T <br />(^ <br />V/ <br />0— <br />■ <br />�' N <br />J <br />T <br />I O <br />O <br />o � <br />r <br />(0 <br />ni <br />M <br />� T <br />\ <br />N M <br />o <br />Z <br />Z <br />C <br />E O <br />ca <br />a <br />0 � <br />a o <br />JOB <br />NO: <br />20-2742 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />